Optimal Design of Pouring Semi-Flexible Pavement via Laboratory Test, Numerical Research, and Field Validation

被引:10
|
作者
Ling, Senlin [1 ]
Chen, Zhongbo [1 ]
Sun, Daquan [1 ]
Ni, Hangtian [1 ]
Deng, Yue [1 ]
Sun, Yu [1 ]
机构
[1] Tongji Univ, Key Lab Rd & Traff Engn, Minist Educ, Shanghai, Peoples R China
基金
中国国家自然科学基金;
关键词
infrastructure; construction; asphalt pavement construction and rehabilitation; asphalt mix designs; materials; asphalt mixture evaluation and performance; asphalt mixture performance tests; pavements; design and rehabilitation of asphalt pavements; pavement layers; pavement performance modeling; rutting; PERFORMANCE CEMENT PASTE; GROUTING MATERIALS; COMPOSITE;
D O I
10.1177/03611981221093631
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Pouring semi-flexible pavement (SFP) material is a multi-phase composite with excellent pavement performance, which consists of porous asphalt mixture (PAM) and grouting material. This research is to investigate the optimal design of SFP for the upper pavement layer in relation to air void and thickness. Firstly, the effect of PAM with different air voids on the mechanical performance of SFP is investigated by uniaxial compression tests. Secondly, the influence of the air void of PAM on the rutting resistance and water sensitivity of SFP is analyzed by wheel tracking test and Hamburg wheel tracking (HWT) test. Then, the optimal thickness of SFP is investigated by 3D finite element analysis. Finally, based on the experimental and numerical results, SFP is applied to practical engineering and the field performance was inspected. The results show that increasing the air void of PAM can significantly improve the mechanical properties and rutting resistance of SFP. However, when the air void of PAM is 25%, SFP has the highest strain energy density. According to the experimental and numerical results, as well as the construction cost of SFP, the optimal thickness range of 4-8 cm is recommended for the SFP layer. Moreover, the field performance inspection results show that after nearly 2 years of service, pavement using SFP with PAM air void of 25% and thickness of 4 cm for the upper layer has excellent rutting resistance, impermeability, and high wear resistance, which allows for undergoing heavy traffic loads.
引用
收藏
页码:479 / 495
页数:17
相关论文
共 45 条
  • [41] Performance Evaluation and Validating Design Inputs of Geogrid Reinforced Flexible Pavement Overlying Soft Subgrade: Insights from Laboratory to Field Testing
    Bodhanam, Praveen S.
    Kambam, Deeraj Kumar Reddy
    Baadiga, Ramu
    PROCEEDINGS OF THE 5TH INTERNATIONAL CONFERENCE ON TRANSPORTATION GEOTECHNICS, VOL 8, ICTG 2024, 2025, 409 : 47 - 55
  • [42] Semi-Active Operation Assist Control Device for Manual Conveyance of Flexible Parts - Control System Design via Bilinear Optimal Control Theory
    Yamaguchi, Kensuke
    Takeshige, Michihiro
    Sato, Noritaka
    Morita, Yoshifumi
    Ukai, Hiroyuki
    Hara, Susumu
    2012 12TH INTERNATIONAL CONFERENCE ON CONTROL, AUTOMATION AND SYSTEMS (ICCAS), 2012, : 82 - 86
  • [43] Field test and numerical investigation on the heat transfer characteristics and optimal design of the heat exchangers of a deep borehole ground source heat pump system
    Wang, Zhihua
    Wang, Fenghao
    Liu, Jun
    Ma, Zhenjun
    Han, Ershuai
    Song, Mengjie
    ENERGY CONVERSION AND MANAGEMENT, 2017, 153 : 603 - 615
  • [44] OPTIMAL DESIGN AND LABORATORY TESTING OF POST-TYPE SPACERS FOR 3-PHASE SF6 INSULATED CABLES .2. NUMERICAL-METHOD FOR CONTROLLING ELECTRIC-FIELD AT SPACER BOUNDARIES
    WHITNEY, BF
    MASHIKIAN, MS
    IEEE TRANSACTIONS ON POWER APPARATUS AND SYSTEMS, 1976, 95 (06): : 1763 - 1763
  • [45] OPTIMAL DESIGN AND LABORATORY TESTING OF POST-TYPE SPACERS FOR 3-PHASE, SF6 INSULATED CABLES .2. NUMERICAL-METHOD FOR CONTROLLING ELECTRIC-FIELD AT SPACER BOUNDARIES
    WHITNEY, BF
    MASHIKIAN, MS
    IEEE TRANSACTIONS ON POWER APPARATUS AND SYSTEMS, 1978, 97 (03): : 919 - 925